Plot the variation of tip deflections and rotation with applied loads at end BC.
P = 3.844 x 106 Nm, Q = 3.844 x 103 Nm, M = 0.
Results
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Tip Z displacement variation with applied load P
X-axis shows normalized tip displacement, uz/L. Y-axis shows normalized transverse load, PL2/(EI).
L = 3.2 m, E = 210 x 109 N/m2, I = (1/12) td3= 8.33 x 10-6 m4.
Tip Y displacement variation with applied load P
X-axis shows normalized tip displacement, uy/L. Y-axis shows normalized transverse load, PL2/(EI).
Tip rotation angle variation with applied load P
X-axis shows rotation angle, Θ/(π/2). Y-axis shows normalized transverse load, PL2/(EI).